1. INSPECTION /RECORD SHEET FOR FOUNDATION EXCAVATION DIMENTION
NAME OF LINE:
CONSULTANT :
CLIENT :
CONTRACTOR :
DATE 12-Dec-07
TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 +2 +3 +4
CHEMNEY EXT: 0 0 0 0
SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040
EXCAVATION DETAILS
EXCAVATION DRAWING NO: A/SP/7660/P/040
LEG#1 LEG#2 LEG#3 LEG#4
AS DRNG ACTUEL AS DRNG ACTUEL AS DRNG ACTUEL AS DRNG ACTUEL
AVERAGE DEPTH TO CP 4250 4250 4250 4250 4250 4250 4250 4250
EXCAVATION WIDTH 6030 6950 6030 7200 6030 6650 6030 6700
WIDTH 150 150 150 150 150 150 150 150
UNDER CUT HEIGHT 200 200 200 200 200 200 200 200
SOIL STRATA MIXED SOIL MIXED SOIL MIXED SOIL MIXED SOIL
DEWATERING REQUIRED YES/NO YES/NO YES/NO YES/NO
SHUTERING EMPLOYED YES/NO YES/NO YES/NO YES/NO
CHANGE OF FOUNDATION CLASS : YES/NO IF YES ACCEPTED CLASS:
Remark : Excavation accepted for stub setting and concreting
---------------------------------------------
INSPECTION /RECORD SHEET FOR STUB SETTING DIMENTION
1

2. NAME OF LINE: 0
CONSULTANT :
CLIENT :
CONTRACTOR :
DATE 12-Dec-07
TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 M +2 M +3 M +4 M
CHEMNEY EXT: 0 M 0 M 0 M 0 M
SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040
STUB DETAILS
STUB MARK NO: H5800-1 STUB LENGTH 6021
STUB DIMENTIONS
LEVEL LEG#2 LEVEL LEG#3
T= 0.616 T= 14015.2 T= 1.616
A= 0.614 A= 8053.0 A= 1.613
T= 20108.0
A= 11344.0
T= 14353.4
A= 7900.0
T= 14292.7
A= 8055.0
T= 20272.7
A= 11172.0
LEVEL LEG#1 T= 14487.0 LEVEL LEG#4
T= 1.616 A= 7902.0 T= 1.616
A= 1.616 A= 1.615
NOTE: SETTING LEG FOR LEVELL :LEG NO:……………………………….
1
INSPECTION /RECORD SHEET FOR REINFORCEMENT AND CONCRETING
NAME OF LINE: 0
CONSULTANT :
2

3. CLIENT :
CONTRACTOR :
DATE 12-Dec-07
TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 M +2 M +3 M +4 M
CHEMNEY EXT: 0 M 0 M 0 M 0 M
SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040
CONCRETE MATERIALS (if as per drawing Y(es):
ITEM OBSERVATION COMMENTS
CEMENT OK N/A
GRAVEL SIZE OK N/A
SAND PROPERTY OK N/A
CONCRETE SUPPLIER
LOADING TIME 11:43 7:13 10:52 8:45
CONCRETING TIME 13:10 9:15 12:00 10:40
REINFORCEMENT MATERIALS (if as per drawing Yes):
REINFORCEMENT WEIGHT
LEG#1 LEG#2 LEG#3 LEG#4
PER LEG 1768.31 1768.31 1768.31 1768.31
TOTAL WEIGHT 7073.24
CONCRETING
DATE OF DATE OF CONCRETING VOLUME SLUMP
CONCRETING CONCRETING
LEG PYRAMID CHIMNEY AS PER DRAWING ACTUEL MM
1 11/1/2007 11/1/2007 33.23 46 85
2 28/2/2007 28/2/2007 33.23 50 90
3 19/1/2007 25/1/2007 33.23 42.5 90
4 11/12/2006 11/12/2006 33.23 42 100
TOTAL CONCRETING VOLUME 132.91 180.5
INSPECTION /RECORD SHEET FOR REINFORCEMENT AND CONCRETING
NAME OF LINE:
CONSULTANT :
CLIENT :
CONTRACTOR :
3

4. DATE 12-Dec-07
TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 M +2 M +3 M +4 M
CHEMNEY EXT: 0 M 0 M 0 M 0 M
SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040
CUBES CYLINDRES TAKEN (ID=Mark identification )S for slab,C for chimney
ID DATE LEG DATE LEG
S 11/1/2007 1 19/1/2007 3
C 28/2/2007 2 11/12/2006 4
FORM WORK REMOVED
LEG DATE OBSERVATION
1 13/1/2007 OK
2 2/3/2007 OK
3 27/1/2007 OK
4 13/12/2006 OK
REMARK: ACCEPTED FOR BACK FILLING
FOUNDATION ACCEPTED FOR PAYMENT:
INSPECTION /RECORD SHEET FOR STUB SETTING DIMENTION
NAME OF LINE:
CONSULTANT :
CLIENT :
CONTRACTOR :
DATE 12-Dec-07
4

5. TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 M +2 M +3 M +4 M
CHEMNEY EXT: 0 M 0 M 0 M 0 M
SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040
STUB DETAILS
STUB MARK NO: H5800-1 STUB LENGTH 6021
CLEATS/STUB 12 CLEAT BOLTS/STUB 24
STUB DIMENTIONS
LEG#1 LEG#2
STUB SLOPE WING1 WING2 WING1 WING2
THEORETICAL 90 90 90 90
ACTUAL AT SITE 90 90 89 90
1MTR
A LEG#3 LEG#4
STUB SLOPE WING1 WING2 WING1 WING2
THEORETICAL 90 90 90 90
ACTUAL AT SITE 91 90 90 90
STUB SETTING IS ACCEPTED FOR CONCRETING
INSPECTION /RECORD SHEET FOR STUB SETTING DIMENTION
NAME OF LINE:
CONSULTANT :
CLIENT :
CONTRACTOR :
5

6. DATE 12-Dec-07
TOWER NO: 0 TOWER TYPE 0
2 3
1 4
SLOPE IN 50CM LEVEL
LEG LEG EXT CHI.EXT WING1 WING2 TOP OF STUB
1 +4 0 45 45 1.616
2 +2 0 44.5 45 0.614
3 +3 0 45.5 45 1.613
4 +4 0 45 45 1.615 SIDE SLOPE IN 50CM=45
REFERENCE LEG FOR LEVEL 1
-b
+b
a
1-2 1-4 2-1 2-3 3-2 3-4 4-1 4-3
DISTANCE"a"cm 1429.3 1448.7 1429.3 1401.5 1401.5 1435.3 1448.7 1435.3
VALUE"b"cm -4 6 0 0 0 2.5 -2 6
(b/a)x100%value -0.280 0.414 0.000 0.000 0.000 0.174 -0.138 0.418
INSPECTION /RECORD SHEET FOR EARTHING MEASURMENTS
NAME OF LINE:
CONSULTANT :
CLIENT :
CONTRACTOR :
DATE 12-Dec-07
6

7. TOWER NO: 0 TOWER TYPE 0
LEG#1 LEG#2 LEG#3 LEG#4
LEG EXT: +4 M +2 M +3 M +4 M
CHEMNEY EXT: 0 M 0 M 0 M 0 M
BASIC EARTHING CONNECTED TO LEG NO: 1 3
DATE EARTH RESISTANCE (OHM) WITH BASIC EARTHING
12/12/2007 1.8 OHM
NOTE: IF TOWER FOOTING RESISTANCE IS GREATER THAN 15 OHM ADDITIONAL EARTHING MAY BE REQUIRED
,SUBJECT TO THE APPROVAL OF ENGINEER
AGREED FOR ADDITIONAL
EARTHING TO BE INSTALLED FOR EDF FOR CONTRACTOR
DATE EARTH RESISTANCE (OHM) WITH ADDITIONAL EARTHING
OHM
EARTHING INSTALLATION
ACCEPTED FOR EDF FOR CONTRACTOR
7